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Permit PG19-0193 - DRA / APARTMENT CONVERSION - ADD TOILETS, SINKS, AUTO WASHERS AND WATER HEATERS
DRA APARTMENT PROJECT 13530 53RD AVE S AP N : 0003000038, EXPIRED 05/03/2021 PG19-0193 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA,gov 0003000038 13530 53RD AVE S PLUMBING/GAS PIPING PERMIT Project Name: DRA APARTMENT PROJECT Permit Number: PG:19-0193 Issue Date: 5/4/2020 Permit Expires On: 10/31/2020 Owner: Name: Address: Contact Person: Name: PRATEJ LLC 13530 53RD AVE S #100 , TUKWILA, WA, 98168 JERRY WANG Address: 22902 24 AVE W , EDMONDS, WA, 98026 Contractor: Name: FORZA HOMES INC Address: 22902 74 AVE W , EDMONDS, WA, 98026 License No: FORZAH1874C0 Lender: Name: Address: , Phone: (206) 484-7323 Phone: (425) 835-0065 Expiration Date: 2/20/2021 DESCRIPTION OF WORK: ADD TOILETS, SINKS, AUTO WASHERS AND WATER HEATERS FOR APARTMENT CONVERSIONS. EXISTING 4" RPPA INSIDE THE BUILDING SHALL BE RETESTED. Valuation of Work: $40,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $1,C41.75 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date: (.1.�/d0dd .~~~' I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not, The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state nrlocal laws regulating construction orthe performance nfwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. .�� Signature: ( �}�/\�/[' / u; Date: /7�16Y/��'�lPrint Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: 1: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 2: All permits, inspection records and applicable plans shall bemaintained atthejobondavai|abletnthe plumbing inspector. ]: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 4: Noportion cfany plumbing system orgas piping shall beconcealed until inspected and approved, 5: All plumbing and gas piping systems shall betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ofthe Plumbing Inspector. |tshall bethe duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 6: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum *'3. 7: Plastic and copper piping running through framing members tvwithin one (1)inch nfthe exposed framing shall beprotected bysteel nail plates not less than 18gauge. 8: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 9: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls orpartitions shall be protected inaccordance with the requirements ofthe building code. 10: Piping inthe ground shall belaid nnafirm bed for its entire length. Trenches shall bebach[iUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderfiU,frozen earth, orconstruction debris, 11: The issuance ofapermit orapproval ofplans and specifications shall not beconstrued tobeapermit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance ofthe jurisdiction. 12: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 13: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 40ZufWashington State Amendments 14: Prior to final sign -off the existing 4" Reduced Pressure Principle Assembly (RPPA) depicted on sheets P21.1 and P3.1 shall be tested by a certified tester and copy of passing test report submitted to the Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2DD)430'g350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKW1 Community DevelopmeirDepartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION; Site Address: 7r0( ice. 5 Tenant Name: v jr Aril-M. 4/3 nl,o l‘j PROPERTY OWNER}}, Name:{ t\Yl �l 1{ Address: 1 0 i- , or. YJ L � �f+' City: `-tnrlLt6v,\ State: j„r Zip: �$�Q� CONTACT PERSON - person receiving all project communication Name: LL ll Address: c,PI 0.2- i lAvt- City: it .1 State: jilt_ hl Zip: /� t1 Cid r I D U Phone: 20( r01" o �_ 'L-31 3 Fax: vb D Email: -4 akhD»rto n1C. MIA_ King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑.. No PLUMBING CONTRACTOR INFORMATION Company Name: ) y� 1 r C o' t' iti ma�f12 to)'I f/ Address: City: State: Zip: Phone: F % _ 214I g fax: ( _ Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ D,o po Scope of Work (please provide detailed information): / `ud iv' let5r 51 ^ r 04414 =rs/ 1 ,4?W' i\rA 7rr 4 p i vi'r C2},nA,(/r rD ✓\ Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\2011 Apptications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures ant „gas piping outlets being installed and the guar below: Fixture Type . Qty Bathtub or combination bath/shower Dishwasher, domestic with ( independent drain �J Shower, single head trap Sinks 40" Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent 5 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic c Food -waste grinder, commercial Wash fountain Water closetvg Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving I-5 inlets/outlets for a specific .gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O AUTHORIZED AGENT: Signature: t4 Date: Z ) pl Print Name: X,°' w (W Day Telephone: Z©i melt, 73 2 Mailing Address: `7`7 c i 2 7--t 1 — V►iDni5 (i✓l- Q�Q?,� City Slate Zip H:Applications\Forms-Applications On Line \201 I Appiications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT f QUANTITY_____ I__, _ PAID $200,34 PermitTRAK PG19-0193 Address: 13530'53RD AVE S Apn: 0003000038 $200.34 Credit Card Fee $5.84 Credit Card Fee R000.369.908.00.00 0.00 $5.84 PLUMBING $194.50 PLAN CHECK FEE R000.322.103.00.00 0.00 $194.50 $200.34 TOTAL FEES PAID BY RECEIPT: R19342 Date Paid: Wednesday, December 18, 2019 Paid By: JERRY WANG Pay Method: CREDIT CARD 35693D Printed: Wednesday, December 18, 2019 2:45 PM 1 of 1 COTuKWIL4 ETRAKIT 6200 S0UTHCENTEn BLVD TUKWIL4, WA 98188 205'433-1870 CITY OF TUKWILx Date: 12/18/2019 02:44:26 PM CREDIT CARD SALE VISA CARD NUMBER: **********6850 K TR4m AMOUNT: $200.34 APPROVAL [D: 35093D nE[Ono #: 880 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with► permit 04 4 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Off` 19� 1 R? .t 'i � 1''' = ►� Type of Inspection: T t. ---J N PL.) V! B f Address: '> Date Called: 1353 Special instructions: Cate Wanted: a.m. Requester: o Phone No: Approved per applicable codes. Corrections required prior to approval, COMMENT REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0193 DATE: 01/10/2020 PROJECT NAME: DRA APARTMENT PROJECT SITE ADDRESS: 13530 53 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: /41\q't itilding Division q7et Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable n (no approval/review required) Planning Division Permit Coordinator II DATE: 01/14/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/25/2020 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire E] Ping D PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0193 DATE: 12/18/19 PROJECT NAME: DRA APARTMENT PROJECT SITE ADDRESS: 13530 53 AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: s c02 V4kt-{1 Building Division • AYS Co Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator 111 .111.1111111111•111111111ME DATE: 12/19/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 01/16/20 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 101--)-7-17 Bldg tg... Fire 0 Ping 0 P Staff nitia s: I2/18/20Z3 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 /6/2020 Plan Check/Permit Number: PG19-0193 Response to Incomplete Letter # Response to Correction Letter # 1 O Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner EJ Deferred Submittal # RECEIVED CITY OF TUKWILA JAN 1 0 2020 Project Name: DRA Apartment Project PERMIT CENTER Project Address: 13530 53 Ave S Contact Person: Andrew Kovach AIA Phone Number: (206) 310-0325 Summary of Revision: Building 1. Floor Drain Detail reference has been corrected - see revised notation and detail location. 2. Floor Drain Detail has been corrected - see revised detail sheet P3.1 3. Fitting Schedule has been corrected and call -out notation has been revised. See revised Sheets P2.3 and P2.4 Public 1. See Sheet P1.0. The existing RPDC Valve is located in the northwest corner of the basement. Works 2. The Valve is on the inside of the building. See Sheet P2.1 for reference notation and Sheet P3.1 for Cut Sheets 3. See attached completed King County Residential Sewer Use Certification Form. Sheet Number(s): P1.0, P2.1, P2.2, P2.3, P2.4, P2.5, P3.1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Eh -Entered in TRAKiT on 1-10— ?001-0 CAUseriAbill-ADesktop \Revision Submittal Form.doc Revised: August 2015 (0.5 City of Tukwila Department of Community Development December 27, 2019 JERRY WANG 22902 24 AVE W EDMONDS, WA 98026 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 19-0193 DRA APARTMENT PROJECT - 13530 53 AVE S Dear JERRY WANG, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. Corrections required: 1. Sht. P2.5 the note for floor drains reference detail 1/P3.1 Sht. P3.1 does not have detail 1, Detail I is on sht. P2.2. 2. Detail 1/P2.2 shows floor drain P-trap with 1-1/2" inlet. Floor drains require minimum 2". 3. Isometric riser diagrams show fitting schedule marked #4 as a sanitary tee laid on its back, for a vertical vent to horizontal drain waste line. Sanitary tee on its back is not an approved fitting for configuration. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Key on lower left corner of the plan sheets P2.1, P2.2 and A2.3 call for an R.P. Reduced Pressure Double Check Valve, however Public Works was not able to locate them on plans. 2) Sheet P2.1 Supply Line Plan calls for backflow device @ water supply. In this backflow inside or outside the building? If inside please show on plan backflow size/manufacturer/model number and submit backflow cut sheet. Please note that backflow shall be a WA State Dept. of Health approved Reduced Pressure Principle Assembly (RPPA). 3) Since some of the dental offices are being converted into 9 residential apartment units applicant shall fill out and sign the attached King County Residential Sewer Use Certification and attach a brief narrative explaining the proposed conversion. • 1) Key on lower left corner of the plan sheets P2.1, P2.2 and A2.3 call for an R.P. Reduced Pressure Double Check Valve, however Public Works was not able to locate them on plans. 2) Sheet P2.1 Supply Line Plan calls for backflow device @ water supply. In this backflow inside or outside the building? If inside please show on plan backflow size/manufacturer/model number and submit backflow cut sheet. Please note that backflow shall be a WA State Dept. of Health approved Reduced Pressure Principle Assembly (RPPA). 3) Since some of the dental offices are being converted into 9 residential apartment units applicant shall fill out and sign the attached King County Residential Sewer Use Certification and attach a brief narrative explaining the proposed conversion. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PGI9-0193 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Non -Residential Sewer Ise Certification Sewage Treatment Cap y Charge 0 King County Department of Natural Resources and Parks Wastewater TreStment Division To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 13530 3t FVC Property Street Address .-T-Lit, V-Ani i ilk W A-- lcii i, City State ZIP Or I C'Ai A-vl IkAr Owner's Name J Owner's Mailing Address For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Ei 0 3 City State ZIP Subdivision Name Subdiv. # Building Name Name (if applicable) ArAn &;"/--y rc,r/- 7/)14k I -zodi 42-1- Yi2- ca Owner's Phone Number including Area Code SG/11W_ ciA 0 n Property Contact Phone Number including Area Code Party to be Billed (if different from owner) COR Address City 11 or ECT1ON ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 41 1 7 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 Sink, Clinic flushing 8 8 Sink, kitchen 3 2I ci' Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 f ' Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units 20 RCE City or Sewer District Date of Connection Side Sewer Permit # Lot # Block Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050,. 0.5) Demolition of pre-existing structure? 11 Yes ErN-0 Was structure on Sanitary Sewer? I] Yes No Was Sewer connected before 2/V90? []Yes Zislo Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? Yes agro B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: RECEIVED CITY OF TUKWtLA Estimated Wastewater Discharge: N ) Gallons/days JAN10 2020 Residential Customer Equivalenttk 187 gallons per day equals 1.0 RpiIT CENTER Total Discharge (gal/day) _ 187 0 RCE C. Total Residential Customer Equivalents: (add A & B) A + B 0 5-,s? Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that any deviation may restr in a revised capacity charge. Dale I/Y1t0 Signature of Owner/Representative Print Name of Owner/Representative c,c)t 1610_6969w_nonres_sewer_cap_chg_1058.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer (Rev. 10/16) CILabor & industries (https://lni.wa.clov), HO'S PLUMBING CO Owner or tradesperson Principals HE, JI JIU, PRESIDENT ZHANG, XIUZHEN, MEMBER Doing business as HO'S PLUMBING CO WA UBI No. 603 265 235 5536 16TH AVE S SEATTLE, WA 98108 425-835-2328 KING County Business type Corporation License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. HOSPLPC871BW Effective — expiration 01/16/2013— 01/18/2021 Bond Western Surety Co Bond account no. 63642676 $12,000.00 Received by L&I Effective date 05/11/2018 05/08/2018 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no. NA154846201 Received by L&I Effective date 05/08/2019 05/10/2019 Expiration date 05/10/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License YJc)109.9.s. Infraction no. PSACE00484 Issue date 01/27/2017 Violation city SEATTLE Type of violation Satisfied RCW/WAC 18.106.020 Violation amount $750.00 TO WATER METER 1‹. --# NB FP HB GV 1/2" 1/2" 3, 7/1<117 LEVEL- 3 ISOMETRIC RISER DIAGRAM DOMESTIC WATER NOT TO SCALE LINE 1:=L—,416%N1 HOSE BIBB (FP) FREEZE PROTECTED GATE VALVE HOT WATER SUPPLY GOLD WATER SUPPLY R.P. REDUCED PRESSURE DOUBLE CHECK VALVE SUPPLY LINE UP/DOWN SL-U 3/4 NIN STUB -OUT BAGKFLOW DEVICE POINT OF CONNECTION Ell)SPRINKLER ROOM ISC)IYETRIC DIAGRAM NOT T SCALE RAFE. P-E727,7117' IRED FOR. Piumbing 6E,S Piping City of Tukwila 10 559151< BASEMENT L.EVEL. ISOMETRIC RISER DLAGRAN,I WASTE AND VENT NOT TO SCALE BASEMENT LEVEL Fl ING SCHEDULE MARK FITTING TYPE SIZE WYE / 45° COMBO 6 X 2 2 LONG SWEEP 90° 2" 3 SANITARY TEE 2 4 1/8 BEND 45° 0 5 WYE / 45° COMBO 6 6 WYE W/ CLEAN OUT 7 1/8 BEND 45° 3 8 LONG SWEEP 90° 3 9 WYE W/ GLEAN OUT 3° WAN 1"' L— I N E 1=)1—A<ANN KEY WOO WALL GLEAN -OUT VENT THROUGH ROOF VENT 4 wL FAX, FiLE ,D,PY Pam. No. ,,russions kopr,a, 5 1 POINT OF CONNECTION 2"-6" WASTE LINE FUTURE WASTE LINE LEVEL- 3 ISOMETRIC RISER DIAGRAM WASTE AND VENT NOT TO SCALE LEVEL 3 FITTING SCHEDULE MAR FITTING 'TYPE SIZE WE / 45° COMBO 3" 2 WYE / 45° COMBO 3 x 2 3 VYE / 4 ° COMBO 21/2 x 2 4 SANITARY TEE 2 X 11/2 5 LONG SWEEP 1/4 BEND 90° 2 6 SANITARY TEE 2 X 11/2 x11/2 7 1/4 BEND 90° 1/2" 8 SANITARY TEE 1/2 9 0 SANITARY TEE SANITARY TEE WYE / 45° COM1B0 SANITARY COMBO 3" x11/2 2" x11/2 x 2" 2" 2 x2 x11/2' pGii-opct3 C077 7.7 7,TION LTR# WAFE LINE STUB -OUT WASTE LINE ELBOW UP CITYtIOECALVEI:.nVvILA Sicrature Dat, JAN 1 0 ?fin PERMIT CENTER CERTIFICATION STATTVENT The undersigned certfies Tne vie oeo: of their knowledge that these COC,rne-ts are in conformance to a aufrent plumbing codes and regulator, as they may soon/ AUTHOFVED PLUMBING DESIGNER Owner - HOS Plunbing Company TITLE S<iNJ Er*-1E N EN/ S 1=' EB I r L.J"7" DEFERRED SUBMITTALS: VACUUM PUMP AND MEDICAL AIR 572357 S TO BE APPLIED FOR UNDER SEPARATE PERMIT .3/1 Z,"" =1 1— " DOCUMENT DATE: 1.2/23/10 VatWACII ARCHITECTS THE HISTORIC SAM NICI-IOLS HOU. 2115 C01..,BY AVENUE EVERETT, WA 98201 ALA, NC.AR.13 mwv.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 DATE: 11/18/19 Issue / tsueTitIe 11/10/19 DESIGN REVIEW SUBMITTAL 1/3/20 COmmENT RESPONSE -RECEIVED JAN- 2-1- 202Q City of -Tukwila — BUILDING DIVISION HINDIEll LEVEL PLUMING PS 11 MIL COMM: HS S, 0 = MAIN SUPPLY LINE UP -)OG 2' ix- c, -co = SNK_ tiv LEVEL. 1 ISOMETRIC RISER CPIAGRAM DOMESTIC WATER NOT TO SCALE 00) /2' Q ricric 341 3/4 -LLB- - 3/4" 3/41 ;*r• 3 3.4 estrum TENANT I1ASTER CONTROL MANIFOLD FOR AIR, WATER , AND VACUUM W/ BACKFLOW DEVICE C, WATER SUPPLY LINE 3/4 3/4/ LI 1/7i /4 (c- 3/4' ilkins 350A - V27574 - 4. L-INS I:=01—ANN HOSE BIBB (FP) FREEZE PROTECTED GATE VALVE HOT WATER SUPPLY GOLD WATER SUPPLY R.P. 2" SL-U U. Entry - RPPA IS EXISIING At4a 5HALL SE RE-7C51E°. JAC REDUCED PRESSURE DOUBLE CHECK VALVE SUPPLY LINE UP/DOWN 3/4' STUB -OUT 60. BACKFLOW DEVICE 2" POINT OF CONNECTION WG0 40> }, ot> LEVEL- 1 ISOMETRIC RISER CAANRAM WASTE AND VENT NOT TO SCALE NOTE: FLOOR DRAINS TO HAVE TRAP PRIMER SEE DETAIL 1/P2.2 2 LEVEL_ 1 FITTING SCHEDULE MARK. FITTING TYPE SIZE WYE / 45° COMBO 3" 2 WYE / 45° COMBO 3" x 2" WYE / 45° COMBO 3" x 2" 5 6 SANITARY TEE WYE / 45° COMBO WYE / 45° COMBO 2" X11/2 3" 3" x 2" 7 WYE / 45° COMBO 2 8 SANITARY TEE 2" X 2" x 1 1/2' LONG SWEEP 1/4 BEND 90' 2" 10 WYE / 45° COI'BO 2" X11/2" X 2 11 LONG SWEEP 30° 11/2 12 SANITARY TEE 11/2" 13 1/8 BEND 45° 2" X11/2 X 2 14 WYE / 45° COMBO 2' X 2" x 1 1/2 15 WYE W/ GLEAN OUT 3" x 2" 16 SANITARY COMBO 2X 2" x11/2" wL TO P''G Restroom 24 w._ WL WL _ 11 GO VV,46%-rE NE I=PL-Aah%N WALL. GLEAN -OUT VTR \ VENT THROUGH ROOF VENT P'"G POINT OF CONNECTION 2"-6" WASTE LINE w_ FUTURE WASTE LINE w50 4215 Entry — WASTE LINE STUB -OUT WG0 WASTE LINE ELBOW UP REcEivEn CITY OF TuvgLA JAN O mo PERMIT CENTER EXISTINGM•/ 1=1— rft.-.1 a I r%%1Lr 1...)1T1 DEFERRED SUBMITTALS: VACUUM PUMP AND MEDICAL AIR SYSTEMS TO BE APPLIED FOR UNDER SEPARATE PERMIT Z/1Z,""=11-C:," CERTFICATION STATEMENT The undersigned certifies the the ices', of their knowledge that these document, are in conformance to all current plumbing codes and regulations as they may aePlYi AUTIRORELD PLUMBING DESIGNER Owner - HOS Plumbing Company [ITU Siamturo Date. DOCUMENT DATE: 12/23/10 ARCHITECTS THE HISTORIC SAM NICFR,LS IR,USE 2115 COLBY AVENUE EVERETT, WA 98201 AfA,NCARB www,kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 DI\ J jr J JJ DATE: 11/18/19 issue Date / Issue Title 113/20 GO,MENT RESPONSE REVIEWEDOR ODE COMPLIANCE APPROVED 1,EVELI MENG PLAN P2.1 MILL Met EDIS ech./Elect.ilaint. TO MASTER CONTROL MANIFOLD FOR WATER @ 1ST FLOOR LINEN HOSE BIBB (FP) FREEZE PROTECTED GATE VALVE HOT WATER SUPPLY GOLD WATER SUPPLY SL-U 3/4' 08-4 H Lobby REDUCED PRESSURE DOUBLE CHECK VALVE SUPPLY LINE UP/DOWN BACKFLOW DEVICE 2 POINT OF CONNECTION v Ilerh./Llectlaiut. 4 TO PRG 4WLTO UPPERFLOORSI V4V-ITE L— I N E N WALL GLEAN -OUT VFR 2 \ VENT THROUGH ROOF VENT POINT OF CONNECTION 2"-6" WASTE LINE FUTURE WASTE LINE 111 CERTIFCATION STATEMENT The undersigned certifies the the hest of their knowledge that these documents are in conformance to all current plumbing codes and regulations as they may apply, WASTE LINE STUB -OUT nEcHvEn CITY OF TUKWILA JAN 10 711711 WASTE LINE ELBOW UP PERMIT CENTER L.E\/EL.. 2 I= Nol 13, I N 1::P All-F[101 VE-1) UMBINC, DI SIGNE Owner - HOiS Plumbing Company —1=z 1—s L'e'v'eri Mr 1-- L-1 PLAN •R DOCUMENT DATE 12/23/10 IIISTORK, SAM NICHOLS 2115 COLBY AVENUE EVERE1[T, WA 98201 A1A, NCARB www.kovacharchitects.com Voice 425.259.0609F. 425.745.0897 F) Ltr_ t\ rill r [111P1'fi J J I DATE: 11/18/19 Issue Date / Issue Title 11/10,9 DESIGN REVIEW SUBMITTAL 1/3/20 COMMENT RESPONSE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 LEVEL 2 PLIMBIM PLAN P2.2 GERRALCONTheft - - TO MASTER CONTROL MANIFOLD FOR WATER g 1ST FLOOR JO_ 3)4" 1/7 C , 3/4" P G E HB25 OV I4 1/2" 1/7 HOSE BIBB (FP) FREEZE PROTECTED GATE VALVE HOT WATER SUPPLY GOLD WATER SUPPLY 43 >2 3/, /7 1r2' REDUCED PRESSURE DOUBLE CHECK VALVE SUPPLY LINE UP/DOWN SL—U 3/,4 5.0. POC 2 \ STUB -OUT BAGKFLOW DEVICE POINT OF CONNECTION 1/2- 3161 i/w' — 3/4° 1/2 - 1/2. 33 - ;-• I-EVEL. 2 ISOMETRIC RISER DIAGRAM WASTE AND VENT NOT TO SCALE • NOTE: FLOOR DRAINS TO HAVE TRAP PRIYER SEE DETAIL 1/P2.2 2 I.//2.• 4354 R.; ech./Elect/Nain 4" WL FROM BE OW 11 LEVEL 2/3 FITTING SCHEDULE MARK FITTING TYPE SIZE WYE / 45° COMBO 3" 2 WYE / 45° COMBO 3' x 2" 3 WYE / 45° COMBO 21/2" x 2 4 SANITARY TEE 2" X11/2 5 LONG SWEEP 1/4 BEND 90° 6 SANITARY TEE 2" 2' X 11/2" x11/2 7 1/4 BEND 90° 11/2" 8 SANITARY TEE 11/2 SANITARY TEE 3" x11/2 10 SANITARY TEE 2 x11/2 x 2 11 WYE / 45° COMBO 2" 12 SANITARY COMBO 2x2x11/2 W/H W/D 1—IJE1=P1.—Al.s WG0 WALL CLEAN -OUT VENT THROUGH ROOF VENT 200 WiSC—C) 4" WL POINT OF CONNECTION 5 Shelves u WL WASTE LINE STUB -OUT 2" 6" WASTE LINE WASTE LINE ELBOW UP - FUTURE WASTE LINE \/E, 1=%...L.P`..1 S. I h%.1 t=' /1 42" 1y2 V V V nEcF.IvEn CITY OF IL !MIA JAN 1 0 2020 PERMIT CENTER TAIWAtil ARCHITECTS If HE, HISWRIC SAM NICHOLS 1.101,1, 2115 COLBY AVENUE EVERETT, WA 98201 NCARB www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 DATE: 11/18/19 Issue Date / Issue Title 11,0,9 DESIGN REVIEW SUBMITTAL 1/S/20 Ca-1,1ENT RESPONSE I'REVIEWED FOR CODE COMPLIANCE APPROVED LEVEL 3 FLOOR PLAN A2.3 GENEEL mak HS 0 LEVEL 2 ISOMETRIC RISER DIAGRAM DOMESTIC WATER NOT TO SCALE LEVEL 1 FITTING SCHEDULE MARK FITTING TYPE SIZE WYE / 45° COMBO 3" 2 WYE / 45° COMBO 3x 2' WYE / 45° COMBO 3'x2 4 SANITARY TEE 2"X11/2 5 WYE / 45° COMBO 3 6 WYE / 45° COMBO 3x2 7 WYE / 45° COMBO 2 8 SANITARY TEE 2" X 2' x 1 1/2" 9 LONG SWEEP 1/4 BEND 90° 2 10 WYE / 45° COMBO 2° X 11/2` X 2" 11 LONG SWEEP 90° 11/2 12 SANITARY TEE 11/2 13 1/8 BEND 45° 2X11/2X2 14 WYE / 45° COMBO 2` X 2 x 11/2" 15 WYE W/ GLEAN OUT 3"x2' 16 SANITARY COMBO 2"X 2"x11/2 � flt(;;F`0!Efs A CI iry�I OF: �� Li'<litLA JAN 10 7070 PERMIT CENTER LEVEL 2 ISOMETRIC RISER DIAGRAM WASTE AND VENT NOT TO SCALE NOTE: FLOOR DRAINS TO HAVE TRAP PRIMER SEE DETAIL 1/P3.1 CERTIFICATION STATEMENT The ,undersigned certifies 11re _ e „es or Ihelr knowledge That these eoc:meos are in conformance 'io portent plumbing codes and regulators as they may a10 / AUTHORIZED PLUMBING DESIGNER Owner - HO'S Plumbing Company TITI F Signature Date. DOCUMENT DATE. 12/23/10 IhnVACII ARCHITECTS TIIEFI,COR1C SAM NICHOLS HOUSE 2115 COLBYAVENUE EVERETF, WA 98201 AIA, NC ARI3 www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 DATE:11/1S/19 Issue Date / Issue Title J 11/10AG DESIGN REVIEW SUBMITTAL 1/3/2C COMMENT RESPONSE LIAR 10-202u City of Tukwila BUILDING DIVISION LEVEL 2 RISER DIAGRAMS P2.4 GE9ERU, GOMILTIL 008 LEVEL-3 ISOMETRIC RISER DIAGRAM DOMESTIC WATER NOT TO SCALE tCI 0 LEVEL 1 FITTING SCHEDULE MARK FITTING TYPE SIZE WYE / 45° COMBO 3 2 WYE / 45° COMBO 3 x 2 3 5 6 7 8 9 10 12 13 14 15 16 ilECFJV&i1 CITY O '1 l ti ►ti ►LA JAN 10 2020 PERMIT CENTER LEVEL-3 ISOMETRIC RISER DIAGRAM WASTE AND VENT NOT TO SCALE NOTE: FLOOR DRAINS TO HAVE TRAP PR —ER SEE DETAIL 1/P3.1 WYE / 45° COMBO SANITARY TEE WYE / 45° COMBO WYE / 45° COMBO WYE / 45° COMBO SANITARY TEE LONG SWEEP 1/4 BEND 90° WYE / 45° COMBO LONG SWEEP 90° SANITARY TEE 1/8 BEND 45° WYE / 45° COMBO WYE W/ GLEAN OUT SANITARY COMBO 3 x 2 2' X 11/2" 3 3 x2 2 2' X 2 x 1 1/2 2' 2'X11/21X2' 1 1/2" 1 1/2' 2'X11/2X2- 2 X 2 x 11/2 3 x2 2X 2'x11/2' C RTIrICATION ; TA-THlUUi- NT fhe undersigned certlfies .re ..e .yes o 'heir knowledge that these documents are in conformance to a c.. teat plumbing codes and 'eg.;l o __ as they may acr,y. AU INOR1 7 PLUMIOING DESIGN R Owner - HO'S Plumbing Company IIF Si,anature Date Y11i ARCH CS 'I'! IF I IISTORIC SANI MCI-101 S I IOUSR. 2115 COLBY AVENUE EVERETT, WA 98201 AIA, MAIM www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 DATE:11/1S/19 Issue Date / Issue Title 11/10/19 DESIGN REVIEW SUBMITTAL 1/3/20 COMMENT RESPONSE REVIEWED r-OR CODE COMPLIANCE APPROVED MAR 10 2020 LEVEL 3 RISER DLIGRMIS P2.5 GI ERAL CONDUCTS. INS 3KW - 12KW Electric Commercial Water Heaters koleem 208, 277 a Voltages Short Models Available gama , RUUD Available in 30, 40 65, 80 and 120 Gallon Tank -Type Models 3KW thru 12KW Electric commercial water heaters are designed to provide hot water where applications require moderate quantities. These units are suited for a wide variety of applications such as retail stores, small offices or any location where a moderate amount of hot water is required. Construction Features: • Long life tank design — proprietary steel formulation with a unique coat of high temperature porcelain enamel to maximize cor- rosion resistance resulting in a superior tank design. A patented R-Tech anode rod provides advanced technology; equalizing aggressive water action while prolonging the effective life of the anode rod and in turn the life of the tank. • Long life heating elements — our patented resistor elements are designed with a specially treated, double layer of magnesium oxide and copper to resist corrosion. Replacement elements screw in easily. Certifications and Ratings: • Wiring options — simultaneous and non -simultane- ous wiring, single phase and three phase available. • Effecient design — 2-1/2" of rigid polyurethane foam insulation provides superior insulating qualities resulting in reduced operating costs. • Automatic temperature control — a surface mounted thermostat automatically cycles on and off to maintain the water temperature at a desired preset level. • Durable brass drain valve • Efficiency — these models have been tested according to DOE test procedures, and exceed the minimum energy factor requirements of ASHRAE (Part of the Federally mandated Energy Policy Act (EPact)). Also exceeds energy efficiency codes of all states including California Energy Commission (CEC). • Safety and construction — these products are design certified by Underwriters Laboratories (UL) to meet UL standard 174 as electric storage tank water heaters. All models are North Carolina and Massachusetts Code compliant CERTIFIED FOR A 150 PSI MAXIMUM WORKING PRESSURE. Continued on reverse. TO FLOOR DRAIN WANCT"ER. 1—I CANirr . 11 3/4 (296) — 4 1/2 (116) - --I 2 (52) Female NPT Outlet Wall Tube and Escutcheon Well Escutcheon—\\ -- Slip Joint Nut and Seal 8 2 (52) P-Trap---/ 2 (52) Slip Joint Nuts are Provided to Acoommodate the Appropriate Fixture Tailpiece. Ground Joint Ettcw is Threaded 2 (52) N.F.T. ...MOTE: Invert of connection located 1/8. (3) above static water level enabling 'overflow" Into primer tube when temporary head of water is crewed 0 TRAP PRIMER DETAIL NOT TO SCALE 3 1 /4 / (82) —1/2(13) Compression Fitting 1/2" (13) Primer / Tube Finished Wall -/ N/A W/ FLOOR DRAIN 2 (52) Waste —Ground Joint Connection 1 3 1/4 (82) ---- 2 , (52) 112 (13) Prime T RECOMMENDED ROUGH -IN AINLETSIZE) c D 3 2 (52) :6 1/4 3/ii115 1/21 ,(156) (86) !(138)1 DIMENSIONAL INFORMATION (All dimensions shown in English and Metric, ELDS30 ELDS40 ELDS52 ELD80 ELD120 T 3,000 3,000 3,000 3,000 3,000 12,000 12.000 12,000 12,000 12,000 GALLONS 30 36 47 BO 119.9 ,,T,taiI,Tiretpstantted PRODUCT AVAILABILITY 208V 3,000/3,000 4,000/4,000 4,500/4, 5,000,5,000 6,C00/6,X0 WENS 144 178 303 454 Inches mm 29-1/2 750 31-1/2 800 32-1/2 813 1499 .1/2 1586 Minimum TrOrture' NON -SIMULTANEOUS WIRING siNdPV1,70,12u0RpITPAcliON, 240V ELECTRICAL CHARACTERISTICS (uESer, 3,000/3.000 4,000'4,000 4,50014,500 5,000/5,000 6,000/6, 277V NON -SIMULTANEOUS WIRING MITSEIRECIAN 208V 240V 21.6 12.5 16.7 18.8 24.0 20.8 28.8 25.0 27711. 10.8 14.4 16.2 18.1 21.7 480V 480V 6.3 8.3 9.4 12.5 Inches 22,4 26-1/4 7-3 4 24.1 2 28-1/4 M. 565 584 667 .2 718 Maximum 11.97"Org.% lbs. 105 135 150 200 kgs. 91 so Nig,: Tem rature SIMULTANEOUS WIRING 8.1L'ETTAMEWAN., 208V NiA WA N/A N1/A 240V N/A - N/A WA 277V N/A N/A N/A Fuirtgttii'ulleilr FU'l 208V 28.8 WA N/A NiA N/A 240V 25.0 N/A WA 277V 21.7 28.9 N/A N/A 480V 208V N/A 5..457,11110174;7571.0N, SIMULTANEOUS WIRING 480V 18.8 20.8 25.0 208V - 25.0/14,4 33.3/19.2 37.5/21.6 4i.7/24.0 N/A 240V 277V " E PliPieEljNilsTAFIRLE21 240V 21.7/12.5 28.9/16.7 32.5/18.8 36.1/20.8 43..5.0 277,1°. • 277 Volt Lin. are not available tor three phase operation. 277 Volt units can be ordered in 4 Ore simultaneous for single phase opemtan. t Unbalanced three phase. RECOVERY CAPACITIES - Recovery in U.S. Gallons/Hr. (GPH) and Liters/Hr. (LPH) at various temperature rises. NON -SIMULTANEOUS WIRING ,ENL:412 TE (Upper/Lower, 3,000/3,000 4,000/4,000 4,500/4,500 5,000/5,000 6,000/6,000 40°F L22.0 GPH 30 LPH 115 153 173 192 230 60°F (33°C, GPH LPN 20 27 102 115 34 128 41 153 Recommended Specifications 80°F GPH LPN 15 58 20 77 96 30 115 100°F (WC, GPFI LPN 46 61 92 120°F (67°9 GP11 LPII 8 51 58 17 64 77 40°F (22°9 GPH 'LPN 61 230 81 307 91 345 101 384 122 .0 60°F prq GPH 61 68 SIMULTANEOUS WIRING LPN 153 2. 230 256 307 80°F L45°C, &PH 30 46 LPN 115 753 173 192 230 10.8 14.4 16.2 18.1 21.7 100°F L56, GPH 24 36 49 LPH 92 123 13.8 7. 184 480V 480V 10.8/6.3 14.4/8.3 16.2/9.4 18.0/10.4 21.7/12.5 120°F 167°C, GPH 20 27 1PH 7 702 128 1. Water heater(s) shall be model , manufactured by RHEEM-RUUD, having electrical input of kW and a recovery rate of GPH at a 100°F temperature rise. Water heater(s) shall have a storage capacity of gallons. Water heater(s) shall have the UL seal of certification and be factory equipped with an AGA/ASME rated temperature and pressure relief valve. Tank(s) interior shall be coated with a high temperature porcelain enamel and furnished with an R-Tech resistored magnesium anode rod rigidly supported. Water heater(s) shall meet or exceed the energy factor requirements of ASHRAE. Tar. shall have a working pressure rating of 150 psi, and shall be completely assembled. Water heater(s) shall be equipped with copper, resistored, "screw -in" type elements. Tank shall be insulated with 2," of rigid polyurethane foam insulation. Water heater(s) shall be equipped with surface rnounted thermostats each with an integral, manual reset, high limit control. Water heater(s) shall be covered by a three year limited warranty against tank leaks. Limited Warranty TCh;nrnr==iVnTorrerrelaYt:r ljrnotrrf 0,114 14eem RUUD COMMERCIAL WATER HEATERS In keeping with its policy of continuous progress and product improvement, Rheetn-Ruud reserves rue right to make changes without notice, Rheem Water Heating • 101 Bell Road, Montgomery, Alabama 36117-4305 • www.rheem.com PRINTED IN LTS.A 12/07 WP FOFtm No. Ant o2CE-3 ZURN, WILKINS Model 35OADA Double Check Detector Assembly Application Designed for installation on water lines in fire protection sys- tems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) • ASSE@ Listed 1048 • AWWA Compliant C510 (with gates only), and 0550 • CSA@ Cerfified B64.5 • UL@ Classified • C-UL@ Classified • FM@ Approved Ccntrcl Southern California • NYC MEA 221-04M-2 (2 1/2" - 8") • Meets the requirements of NSF/ANSI 611 7,5% MAX. WEIGHTED AVERAGE LEAD CONTENT) By -Pass Backflow Assembly 3/4" Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORY, Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrite (FDA approved) Polymers NORY, Features Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged bolt pattern) ASME B16.42 Class 150 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions . Weights (do not include pkg.) Fasteners 8, SPrIngs 2 02 65 100 150 2. 250 '357A'rt SIZE 2 1/2 65 80 , 100, 150 200 250 SHLIItS,FF it7::NLVE:9 05 104 91 141 302 „ 355 in 35 1/8 M 1/8 114 47 1/4 62 64 .8 84 re. 892 972 37 61 1200 1575 1641 0 A E lbs. kg 92 210 230 362 762 1024 32 118 33 33 1/4 55 8'7 64 346 4 816 .8 .5 1022 WEIGHT MrsE '84 200 204 332 738 .2 V 20 1/8 20 1/8 19 7/8 25 7/8, 38 -52 83 151 335 409 511 511 505 6, 978 978 7:74L:v 4 1/2 .7 162 „ 147 246 491 628 114 140 254 254 51 73 66 )1' 223 285 147 148 139 445 570 DIMENSION 101, 12 229 229 229 267 305 67 57 63 202 259 (with BG valves) with gallon meter (standard) with cu ft meter with cu meter meter with grooved end connections with flanged inlet connection and grooved outlet connection with Post Indicator Gate Valves with grooved end butterfly valves with integral supervisory switches 0 BF - with flanged end butterfly valves with integral supervisory switches Accessories Repair kit (rubber only) Therrnal expansion tank (Model XT) 0 OS & Y Gate valve tamper switch (OSY-40) (with OS. gates, Options (Suffixes can be combined) with flanged end OS & Y gate valves (standard) L - less shutoff valves (grooved body cnnections) LM - less water rneter RM - with remote reading meter CFM - 0 CMM G - FG - OSemEOPEN mr„ ..4, 20 1/4 22 112, 30 12 37 45 ,8 451 514 572 775 940 BG - 15 3/8 18 1/4 24 1/4 28 1, 34 3/4 432 464 616 724 883 MODEL 350ADA with OS. option MODEL 350ADA with BG option 17 17 17 1/2 . MI. .1,16 432 432 432 445 430 430 61, 2- 1,1 7 1/4 12 203 254 279 305 1114llodnetli ;LOA tag:six:1bl °370)D A IaltnegceliftVeYrid la lengths. fL777' ntil!)re're.Vita, IZIObles, CA U.S.A. 93446 Ph. 855-663-9876, F. 805-238-5766 13'51.a4 na'shilraZ87 (tiario L4V 1L2 Ph. 905-405-8272, F. 905-405-1292 Rev J Date 6/ - Product - \/27.574 el%ADA Page 1 of 2 Installation R1;f;i' \'grve Figure 2. — Typic Installa ' The pressure rating of the relief valve must not exceed 150 psi (1034 kPa), the maximum working pressure of the water heater as rnarked on the rating plate. The BTUH Rating of the relief valve must not be less than the input rating of the water heater as in- dicated on the rating label located on front of the heater (1 watt =, 3.412 BTUH). Connect the outlet of the relief valve to a suitable open drain so that the discharge water cannot contact live electrical pads and to eliminate potential water damage. Piping used should be of a type approved for hot water dstributon. The discharge line must be no smaller than the outlet of the valve and must pitch downward from the valve to allow complete drainage (by gravrty) of the relief valve and discharge lne. The end of the discharge line should nol be threaded or concealed and should be protected from freezng. No valve of any type, restriction or reducer coupling should be installed in the discharge line. 4. TO FILL WATER HEATER — Make certain drain valve is completely cosed. Open shut-off valve in cold water supply Inc. Open each hot water faucet slowly to allow air to vent from the water heater and ppng. A steady flow of water from the hot water faucet(s) indicates a full water heater. IA WARNING! Tank MUST BE full of water before power is tumed on. Heating element(s)WILL BE DAMAGED if energized for even a shod time while tank is dry. The water heater's warranty does not cover damage or failure resulting from operation with an empty or partially empty thnk. (Reference is made to the limited warranty for complete terms and conditions.) Flow Characteristics Cover and Labe, Ground Screw LeadS fro, water heater. Either 2, 3 or 4 wires Ttri;,°,?,(.3c)tryhTsr:,:lcur:iso,r-iebn:,°21.ed Junction Box through Snap Bushing into Insert Electrical Leads Snap Bushing Figure 3. — Water Heater Junction Box. 5. ELECTRICAL CONNECTIONS — A separate branch circuit with copper conductors, ovedurrent protective device and suitable disconnecting means must be provided by a qualified electrican. All wiring must conform to local codes or the latest edition of National Electrical Code ANSI/NFPA 70. or n Canada the Canadian Electric Code. In order 10 COnforn with U.L. requirements it is absolutely necessary that the Junction Eox Kit be installed per figure 3 above. An opening for either 12' or 314' Sectrical fitting is provided for field wiring connectons. Refer to Figure 3. The voltage recurements and wattage load for the water heater is specified on the rabng plate on the front of the heater. Table 1 below, recommends minimum branch circuit sizing based on the National Electoc Cde. Refer to the wiring diagram marked on the back cover of tffs nanual for field wiring connections. 4,. 5,. 14. Recommended Over Current Protection Dr Circuit Breaker) ',garage Rating 205V 20 25 25 240V 20 20 25 30 25 X 25 X 30 30 30 35 30 35 30 40 35 35 30 50 45 40 50 50 277V 15 20 25 25 25 30 480V 15 15 20 25 20 25 30 25 208V 12 10 Copper Wire Size - AWG Based on N.E.C. Table 310-16 (7,,t) 240V 10 10 10 10 10 10 10 27N 14 12 10 10 480V 14 14 14 14 14 14 14 12 10 12 10 10 10 10 10 10 10 Table 1.— Branch Circuit Sizing and Wire Size Guide Based on N.E.C. ANSI1NFPA 70 I N N I NJ '7122.LJ C7-1 C::)1\1 MODEL 350ADA 2 1/2", 3" & 4" (STANDARD & METRIC, 1 LOW RA1ES .6 25 2 le 200 400 FLOW RATES (GPM) MODEL 350ADA 6", 8" 810" (STANDARD & METRIC) FLOW RATES (1/5) 126.2 coo 104, -04 35 800 (200.111) , 250,359-- 2000 FLOW RATES 1GPM1 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- murn of 12" (3050m) and a maximurn of 30" (76211m) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no parl of the unit can be submerged. • MODEL 350ADABG (Vertical Installation) Pipe size 10° Capacity thro Schedule 40 Pipe (GPM) 5 tt/sc 7.5 ft/sec 1 73 298 675 12. 843 6.: 10ft/sec Fi ON OF FLOW. 149 230 397 900 1559 2458 MODEL 3514DA (Outdoor Installation) 15 ft/sec 224 346 595 1351 2339 3687 Specifications The Double Check Detector Backflow Prevention Assembly shall be certified to NSF/ANS,51. ASSE@ Listed 1048, and sup- plied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536) the seat ring and check valve shall be Nory, (NSF Listed) the stem shall be stainless steel (ASTM A276) and the seat disc elastorners shall be EPDM. The first and second check valves shall be accessible for maintenance ^out removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 350ADA. f17"47 hC..,o'irnirnreire'VVrar, Pa'siOlF1717)les, CA U.S.A. 93446 Ph. 855-663-9876, F. 805-238-5766 n dsahj a Clurrill,nAlliusrs7asu Lgjan, dernrtjario L4V 1L2 Ph. 905-405-8272, F. 905-405-1292 EGQLJII=P1'.,1EN'T" Page 2 of 2 nEcE)vEn CITY OF I)MVILA JAN 10 2020 PERMIT CENTER THE 1 1 ISTORIC S,A,N1 NIC1 101, HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 A1A, MARI, www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 DATE: 11/1/19 Issue Date / Issue Title 11,0,9 DESIGN REMEW SUBMITTAL 1/3/20 cor,ENT RESPONSE REVIEVV, CODE COMPLIANCE APPROVE') MI) 1 0 202U